CN206015895U - Prefabricated assembled detachable one off houses - Google Patents
Prefabricated assembled detachable one off houses Download PDFInfo
- Publication number
- CN206015895U CN206015895U CN201621023773.2U CN201621023773U CN206015895U CN 206015895 U CN206015895 U CN 206015895U CN 201621023773 U CN201621023773 U CN 201621023773U CN 206015895 U CN206015895 U CN 206015895U
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- China
- Prior art keywords
- bracket column
- basis
- floor
- prefabricated assembled
- houses
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- 239000006072 pastes Substances 0.000 claims 1
- 239000002699 waste materials Substances 0.000 abstract description 3
- 239000000203 mixtures Substances 0.000 description 8
- 238000009434 installation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000004899 motility Effects 0.000 description 2
- 239000002994 raw materials Substances 0.000 description 2
- 210000002356 Skeleton Anatomy 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011810 insulating materials Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
A kind of prefabricated assembled detachable one off houses, including tabernacular framework, wallboard, base plate, floor and roof boarding, the framework includes basis, bracket column, roof girder, the framework further includes floor beam, the basis includes laterally basic and longitudinal basis, the longitudinal direction basis is between adjacent transverse base end, the horizontal base end all installs bracket column, the bracket column bottom is inserted in the mounting groove of horizontal basis instrument, the roof girder is between adjacent bracket column, and it is located at bracket column top, the floor beam is between adjacent bracket column, and be located in the middle part of bracket column.Prefabricated assembled detachably tabernacular frame structure is simple, and structural strength is high, and wind resistance external force resistance ability is strong, and bearing capacity is big.All parts are mainly attached by grafting, overlap joint, are installed easily, and part does not allow fragile, long service life, it is easy to reuse, reusable often, the building waste of generation is few, significantly alleviates the loss of resource.
Description
Technical field
This utility model is related to movable plank house technical field, specifically, is a kind of prefabricated assembled detachable interim room
Room.
Background technology
Movable plank house is a kind of with light steel as skeleton, with battenboard as cladding, carries out space with standard module series
Close, component house with bolts.But there is more deficiency in existing movable plank house：When the 1st, dismantling, structure is easily damaged,
Recycling difficulty is big, and reuse number of times is few, and then produces substantial amounts of building waste, causes the wasting of resources；2nd, structural strength
Low, parts are more fragile, and wind resistance external force resistance ability, service life are short；3rd, sound insulation and heat-insulated effect are poor, and indoor environment is relaxed
Moderately low；4th, fire protecting performance is poor.
Utility model content
A kind of deficiency that this utility model is present for above-mentioned prior art, it is proposed that prefabricated assembled detachable interim room
Room.
Prefabricated assembled detachable one off houses of the present utility model, including tabernacular framework, wallboard, base plate, building
Plate and roof boarding, the framework include that basis, bracket column, roof girder, the framework further include floor beam, the basis bag
Laterally basic and longitudinal basis is included, the longitudinal direction basis is arranged between adjacent transverse base end, the horizontal base end
Bracket column is all installed, the bracket column bottom is inserted in the mounting groove of horizontal basis instrument, the roof girder is installed in adjacent
Between bracket column, and bracket column top is located at, the floor beam is between adjacent bracket column, and is located in the middle part of bracket column.
Preferably, roof girder is vertical with the mutual antarafacial of floor beam.
Preferably, the floor beam lapping ends are on the post bracket that bracket column is arranged.
Preferably, the bottom of the flooring beam end is provided with link slot, and the post bracket is located in link slot..
Preferably, the cross section of the roof girder is inverted L-shaped, is inserted in the fixing groove of bracket column setting.
Preferably, the bracket column top surface on the outside of fixing groove is higher than to be located at the bracket column top surface on the inside of fixing groove, Gu
Determine groove bottom land and the bracket column top surface on the outside of fixing groove is all contacted with roof girder.
Preferably, the panel edges arrange tongue and groove.
Preferably, the wallboard is plugged on the boss of basis instrument.
Preferably, described install groove edge horizontal on the basis of angle bar fixed seat is installed, in the angle bar fixed seat
Side is abutted on bracket column outer wall.
The beneficial effects of the utility model are：Prefabricated assembled detachably tabernacular frame structure is simple, and structure is strong
Degree is high, and wind resistance external force resistance ability is strong, and bearing capacity is big.All parts are mainly attached by grafting, overlap joint, are installed easily, portion
Part does not allow fragile, long service life, it is easy to reuse, reusable often, the building waste of generation is few, significantly
Alleviate the loss of resource.House frame intensity is high, enables all parts using precast concrete, and further can increase
Strong house intensity, improves weight capacity, and then enables the plate face such as wallboard part using compound insulating material, further enhance every
The performance of heat, insulation, fire prevention, waterproof, noise control and environmental protection.
Roof girder is vertical with floor beam antarafacial, and space crossed arrangement, frame structure are more stable, it is not necessary in each aspect
Laterally longitudinal direction is required for arranging beam, mitigates the overall weight of frame structure, saves raw material and cost, but also make roof girder and building
Face joist support weight stress passes to bracket column, and the stress of bracket column is more uniformly dispersed, and reduces the pressure of bracket column, improves structure
Life-span.
Floor beam is overlapped on projection, not only easy for installation, makes floor beam under gravity, fixation that can be stable
The stability of structure on projection, is improve, and post bracket is located in link slot, further improves connective stability.Roofing
Beam is plugged on bracket column, easy for installation, Stability Analysis of Structures.
By the setting of bracket column top surface height, in the case of making roof girder ensure grafting, its bottom surface is complete with bracket column
Contact, enables bracket column stably to support, and also reduces the volume of bracket column, material-saving, reduces weight.
Wallboard all arranges tongue and groove up and down, and on the basis of wallboard is plugged into, also making being capable of the company of being mutually inserted between wallboard
Connect, strong using motility, and waterproof can be played a part of.
Bracket column is fixed by angle bar fixed seat, improves stability, while the support strength of bracket column side is increased,
Bracket column deflection is prevented, the overall bearing capacity in house and wind resistance external force resistance performance is improve.
Description of the drawings
Accompanying drawing 1 is prefabricated assembled detachably tabernacular structural representation one.
Accompanying drawing 2 is prefabricated assembled detachably tabernacular structural representation two.
Accompanying drawing 3 is the structural representation of roof girder and bracket column connecting portion.
Accompanying drawing 4 is the structural representation of bracket column and basic connecting portion.
Specific embodiment
In order to be able to further appreciate that structure of the present utility model, feature and other purposes, in conjunction with appended preferred embodiment
Detailed description is as follows, and illustrated preferred embodiment is merely to illustrate the technical solution of the utility model, and non-limiting practicality
New.
Specific embodiment of the present utility model is as follows：
Embodiment one：
As shown in Fig. 1 to 2, the prefabricated assembled detachable one off houses, including tabernacular framework 1 and other plates
Face component, plate face part include wallboard 2, base plate 3, floor 4 and roof boarding 5.
Framework 1 includes concrete prefabricated basic 1-1, bracket column 1-2, floor beam 1-3 and roof girder 1-4.
Basic 1-1 includes horizontal basis 1-1-1 and longitudinal direction basis 1-1-2.Longitudinal direction basis 1-1-2 is arranged on adjacent transverse
Between basic 1-1-1 ends.
The horizontal basis 1-1-1 of adjacent two and the two longitudinal direction basis 1-1-2 laterally between the 1-1-1 of basis are surrounded
The ground of one piece of rectangle, base plate 3 are laid on ground, and overlapping edges are on basic 1-1.It can be in multiple rows of that the arrangement of ground makes board house
The military camp formula of word order, the frame that three faces enclose, the Chinese courtyard house formula for enclosing on four sides, the various forms such as dendritic for combining in length and breadth.
There is bracket column 1-2 the corner of ground, and on horizontal basis 1-1-1, bottom is inserted into laterally bracket column 1-2
In the mounting groove 1-1-3 that basic 1-1-1 is arranged, wallboard 2 is vertically installed between bracket column 1-2, base part seat on basic 1-1,
Both sides of the edge are affixed with bracket column 1-2 by connectors such as bolts.
Roof girder 1-4 is horizontally arranged between adjacent bracket column 1-2, and is located at bracket column 1-2 tops, and roof boarding 5 is installed
Between two roof girder 1-4 above ground.
Floor beam 1-3 is horizontally arranged between adjacent bracket column 1-2, and is located in the middle part of bracket column 1-2, and floor 4 is overlapped on
Between two floor beam 1-3 above ground.
Embodiment two：
Embodiment two is essentially identical with the structure composition of embodiment one, and difference is：Roof girder 1-4 and floor beam 1-3 phases
Mutually antarafacial is vertical, and space crossed arrangement makes 1 structure of framework more stable, it is not necessary to which in each aspect, laterally longitudinal direction is required for setting
Beam is put, is mitigated the overall weight of 1 structure of framework, is saved raw material and cost.As roof boarding 5 is overlapped on roof girder 1-4, roofing
Weight transfer is given roof girder 1-4 by plate 5, then passes to bracket column 1-2 by roof girder 1-4 two ends；And floor 4 is overlapped on flooring
Beam 1-3, floor 4 deliver load to floor beam 1-3, then pass to bracket column 1-2, bracket column 1-2 by floor beam 1-3 two ends
Stress be more uniformly dispersed, reduce bracket column 1-2 pressure, improve structure life-span.
Embodiment three：
Embodiment three is essentially identical with the structure composition of embodiment one, and difference is：Floor beam 1-3 lapping ends are in bracket
On the projection 1-3-1 that post 1-2 is arranged, rubber cushion blocks are set between the two, the installation of floor beam 1-3 is simple and convenient.
Example IV：
Example IV is essentially identical with the structure composition of embodiment three, and difference is：As shown in Fig. 2 floor beam 1-3 ends
Bottom be provided with link slot 1-3-2, post bracket 1-3-1 is located in link slot 1-3-2.Floor beam 1-3 is connect with projection 1-3-1's
Contacting surface is engaged with the top surface of projection 1-3-1, arranges rubber cushion blocks between the two.Post bracket 1-3-1 is inserted with floor beam 1-3 ends
Connect, improve the stability of connection.
Embodiment five：
Embodiment five is essentially identical with the structure composition of embodiment one, and difference is：As shown in figure 3, the horizontal stroke of roof girder 1-4
Section is inverted L-shaped, and bottom forms a projection, is inserted in fixing groove 1-2-1 of bracket column 1-2 settings, enables roof girder 1-4
Enough more firmly it is connected with bracket column 1-2.
Embodiment six：
Embodiment six is essentially identical with the structure composition of embodiment five, and difference is：As shown in figure 3, being located at fixing groove 1-
Bracket column 1-2 top surfaces on the outside of 2-1 are higher than the bracket column 1-2 top surfaces being located on the inside of fixing groove 1-2-1, fixing groove 1-2-1 bottom land
And the bracket column 1-2 top surfaces on the outside of fixing groove 1-2-1 are all contacted with roof girder 1-4.
The bracket column 1-2 apical side heights of fixing groove 1-2-1 both sides are different, and outside height is higher, can support roof girder 1-
4；Inside height is relatively low, reduces bracket column 1-2 volumes, mitigates weight.Roof girder 1-4 bottom surfaces are released completely with bracket column 1-2, Gu
Determine bracket column 1-2 top surfaces and fixing groove 1-2-1 bottom land on the outside of groove 1-2-1 and support jointly roof girder 1-4, ensureing that both connections are strong
While spending, the stability that roof girder 1-4 is supported is improved.
Embodiment seven：
Embodiment seven is essentially identical with the structure composition of embodiment one, and difference is：2 edge of wallboard arranges tongue and groove 2-1.Wall
Between plate 2 and wallboard 2 and miscellaneous part, it is mutually inserted by tongue and groove 2-1, improves bonding strength.
Embodiment eight：
Embodiment eight is essentially identical with the structure composition of embodiment seven, and difference is：Wallboard 2 is plugged on basic 1-1 and arranges
Boss 1-1-4 on.Wallboard 2 can not only connect other wallboards 2 by the tongue and groove 2-1 for arranging, additionally it is possible to connection basis 1-1,
Motility is strong.
Embodiment nine：
Embodiment nine is essentially identical with the structure composition of embodiment one, and difference is：As shown in figure 4, mounting groove 1-1-3 sides
Angle bar fixed seat 1-1-5 is installed on the horizontal basic 1-1-1 of edge, is reclined on the inside of angle bar fixed seat 1-1-5 and is fixed on bracket
On post 1-2 outer walls.Angle bar fixed seat 1-1-5 increases the support strength of bracket column side, prevents from lateral support bracket column 1-2
Bracket column deflection, it is possible to increase house wind resistance external force resistance performance.
Claims (9)
1. a kind of prefabricated assembled detachable one off houses, including tabernacular framework (1), wallboard (2), base plate (3), floor
(4) and roof boarding (5), described framework (1) includes basic (1-1), bracket column (1-2), roof girder (1-4), it is characterised in that institute
State framework and further include floor beam (1-3),
The basis (1-1) includes that laterally basis (1-1-1) and longitudinal direction basis (1-1-2), longitudinal direction basis (1-1-2) are installed
Between (1-1-1) end of adjacent transverse basis,
Bracket column (1-2) is all installed in described horizontal basis (1-1-1) end, and bracket column (1-2) bottom is inserted into horizontal base
In the mounting groove (1-1-3) that plinth (1-1-1) is arranged,
Roof girder (1-4) is between adjacent bracket column (1-2), and is located at bracket column (1-2) top,
Floor beam (1-3) is between adjacent bracket column (1-2), and is located in the middle part of bracket column (1-2).
2. prefabricated assembled detachable one off houses according to claim 1, it is characterised in that roof girder (1-4) and building
Face beam (1-3) mutually antarafacial is vertical.
3. prefabricated assembled detachable one off houses according to claim 1, it is characterised in that floor beam (1-3)
Lapping ends are on the post bracket (1-3-1) that bracket column (1-2) is arranged.
4. prefabricated assembled detachable one off houses according to claim 3, it is characterised in that floor beam (1-3)
The bottom of end is provided with link slot (1-3-2), and post bracket (1-3-1) is located in link slot (1-3-2).
5. prefabricated assembled detachable one off houses according to claim 1, it is characterised in that roof girder (1-4)
Cross section be inverted L-shaped, be inserted in the fixing groove (1-2-1) that bracket column (1-2) is arranged.
6. prefabricated assembled detachable one off houses according to claim 5, it is characterised in that positioned at fixing groove (1-2-
1) bracket column (1-2) top surface on the outside of is higher than bracket column (1-2) top surface being located on the inside of fixing groove (1-2-1), fixing groove (1-2-
1) bottom land and bracket column (1-2) top surface being located on the outside of fixing groove (1-2-1) are all contacted with roof girder (1-4).
7. prefabricated assembled detachable one off houses according to claim 1, it is characterised in that wallboard (2) edge
Tongue and groove (2-1) is set.
8. the prefabricated assembled detachable one off houses according to claim 1 or 7, it is characterised in that described wallboard (2) insert
It is connected on the boss (1-1-4) that basic (1-1) is arranged.
9. prefabricated assembled detachable one off houses according to claim 1, it is characterised in that the mounting groove (1-1-
3) angle bar fixed seat (1-1-5) is installed on the horizontal basis (1-1-1) at edge, pastes on the inside of angle bar fixed seat (1-1-5)
Lean against on bracket column (1-2) outer wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621023773.2U CN206015895U (en) | 2016-08-31 | 2016-08-31 | Prefabricated assembled detachable one off houses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621023773.2U CN206015895U (en) | 2016-08-31 | 2016-08-31 | Prefabricated assembled detachable one off houses |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206015895U true CN206015895U (en) | 2017-03-15 |
Family
ID=58257885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621023773.2U CN206015895U (en) | 2016-08-31 | 2016-08-31 | Prefabricated assembled detachable one off houses |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206015895U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740495A (en) * | 2017-11-25 | 2018-02-27 | 深圳市山月园园艺有限公司 | More space simulation tree rooms |
| CN108005424A (en) * | 2017-11-25 | 2018-05-08 | 深圳市山月园园艺有限公司 | Assembly type artificial tree room |
| CN108301642A (en) * | 2018-02-07 | 2018-07-20 | 华北水利水电大学 | A kind of prefabricated buildings building structure and its construction method |
-
2016
- 2016-08-31 CN CN201621023773.2U patent/CN206015895U/en active IP Right Grant
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740495A (en) * | 2017-11-25 | 2018-02-27 | 深圳市山月园园艺有限公司 | More space simulation tree rooms |
| CN108005424A (en) * | 2017-11-25 | 2018-05-08 | 深圳市山月园园艺有限公司 | Assembly type artificial tree room |
| CN108301642A (en) * | 2018-02-07 | 2018-07-20 | 华北水利水电大学 | A kind of prefabricated buildings building structure and its construction method |
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